Metrado de Acero

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Transcript of Metrado de Acero

ACEROHOJA DE METRADOSObra: VIVIENDA MULTIFAMILIARHecho Por Propietario: Revisado PorFecha: 30 DE ABRIL DEL 2015HOJA:N 1

OBS.PartidaDiametro N VecesN Piezas VezLongitud (m)AceroPeso Parcial Kg.Pulg.mm.ParcialSub Total1/43/81/25/83/410.25K/m0.58K/m1.02K/m1.60K/m2.26K/m4.04K/mACERO GRADO 60 PARA ZAPATAS F'Y=4200 Kg/cm2

Eje 1-1 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 2-2 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 3-3 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 4-4 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 5-5 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 6-6 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 Eje 7-7 entre eje A - D L =1.061/212.7281.06 16.96 17.30 17.30 L =0.461/212.7240.46 3.68 3.75 3.75 ZAPATA N 2 Eje 2-2 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30 Eje 3-3 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30 Eje 4-4 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30 Eje 5-5 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30 Eje 6-6 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30 Eje 7-7 entre eje B - C L =1.061/212.7281.06 16.96 17.30 17.30 L =0.761/212.7260.76 9.12 9.30 9.30

TOTAL ACERO GRADO 60 PARA ZAPATAS F'Y=4200 Kg/cm2(KG)306.98

ERROR:#REF!ERROR:#REF!Columnas de 0.15x.0.45 (C-1)Eje 1-1 , Entre Ejes A - C - D JARDINL= 0.25L =4.101/212.7414.35 17.40 17.75 17.75 L= 0.25L =4.101/212.7414.35 17.40 17.75 17.75 L= 0.25L =4.101/212.7414.35 17.40 17.75 17.75 L= 0.25L =4.101/212.7414.35 17.40 17.75 17.75 L= 0.25L =4.103/89.525414.35 17.40 10.09 10.09 L= 0.25L =4.103/89.525414.35 17.40 10.09 10.09

EstribosL= 0.791/46.354700.79 221.20 55.30 55.30 Eje 1 - 2 , Entre eje C - D JARDINL =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87 L =4.353/89.525214.35 8.70 5.05 5.05 L =4.353/89.525214.35 8.70 5.05 5.05

EstribosL= 0.791/46.352700.79 110.60 27.65 27.65 Eje 2-3-4-5-6-7 , Entre Eje A - D L =7.651/212.71217.65 91.80 93.64 93.64 L =7.561/212.71217.56 90.72 92.53 92.53 L =7.651/212.71217.65 91.80 93.64 93.64 L =7.651/212.71217.65 91.80 93.64 93.64 L =7.653/89.5251217.65 91.80 53.24 53.24 L =7.653/89.5251217.65 91.80 53.24 53.24

EstribosL= 0.793/89.525121120.79 1061.76 615.82 615.82 Columnas de 0.15x.0.45 (C-2) Eje 2-3-4-5-6-7 , Entre Eje B-CAcero Sup.L =7.651/212.71217.65 91.80 93.64 93.64 Acero Sup.L =7.651/212.71217.65 91.80 93.64 93.64 Acero Sup.L =7.651/212.71217.65 91.80 93.64 93.64 Acero Inf.L =7.651/212.71217.65 91.80 93.64 93.64 Acero Inf.L =7.653/89.5251217.65 91.80 53.24 53.24 Acero Inf.L =7.653/89.5251217.65 91.80 53.24 53.24

EstribosL= 0.793/89.525121120.79 1061.76 615.82 615.82 Columnas de 0.15 x 0.30 (C-3) Eje 1-2 , Entre Eje A-CJARDINL =4.351/212.7314.35 13.05 13.31 13.31 L =4.351/212.7314.35 13.05 13.31 13.31 L =4.351/212.7314.35 13.05 13.31 13.31 L =4.351/212.7314.35 13.05 13.31 13.31

EstribosL= 0.801/46.353300.80 72.00 18.00 18.00 Eje 7 - 7 Entre Eje A - D L =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87 L =4.351/212.7214.35 8.70 8.87 8.87

EstribosL= 0.801/46.352300.80 48.00 12.00 12.00 Eje 8 - 8 Entre Eje A-B-C-DColumnas de 0.30x.0.50 (C-5) L =4.351/212.7414.35 17.40 17.75 17.75 L =4.351/212.7414.35 17.40 17.75 17.75 L =4.351/212.7414.35 17.40 17.75 17.75 L =4.351/212.7414.35 17.40 17.75 17.75

EstribosL= 0.801/46.354300.80 96.00 24.00 24.00

TOTAL ERROR:#REF!(KG)2626.05 ERROR:#REF!ERROR:#REF!Viga VS ( EJE A - A, ENTRE 2 - 7 L= 0.25Acero Sup.L =15.75L= 0.251/212.71116.25 16.25 16.58 16.58 L= 0.25Acero Sup.L =15.75L= 0.251/212.71116.25 16.25 16.58 16.58 L= 0.25Acero Sup.L =15.75L= 0.251/212.71116.25 16.25 16.58 16.58 L= 0.25Acero Inf.L =15.75L= 0.251/212.71116.25 16.25 16.58 16.58

EstribosL= 1.161/46.351861.16 99.76 24.94 24.94

Viga VS ( EJE A - B, , ENTRE 2 - 3 L= 0.25Acero Sup.L =4.10L= 0.251/212.7114.60 4.60 4.69 4.69 L= 0.25Acero Sup.L =4.10L= 0.251/212.7114.60 4.60 4.69 4.69 L= 0.25Acero Sup.L =4.10L= 0.251/212.7114.60 4.60 4.69 4.69 L= 0.25Acero Inf.L =4.10L= 0.251/212.7114.60 4.60 4.69 4.69

EstribosL= 1.161/46.351281.16 32.48 8.12 8.12

Viga VS ( EJE A - B, ENTRE 4 -5 L= 0.25Acero Sup.L =2.40L= 0.251/212.7112.90 2.90 2.96 2.96 L= 0.25Acero Sup.L =2.40L= 0.251/212.7112.90 2.90 2.96 2.96 L= 0.25Acero Sup.L =2.40L= 0.251/212.7112.90 2.90 2.96 2.96 L= 0.25Acero Inf.L =2.40L= 0.251/212.7112.90 2.90 2.96 2.96 EstribosL= 1.161/46.351201.16 23.20 5.80 5.80

Viga VS ( EJE B - B, ENTRE 2 - 7 ) L= 0.25Acero Sup.L =16.55L= 0.251/212.71117.05 17.05 17.39 17.39 L= 0.25Acero Sup.L =16.55L= 0.251/212.71117.05 17.05 17.39 17.39 L= 0.25Acero Sup.L =16.55L= 0.251/212.71117.05 17.05 17.39 17.39 L= 0.25Acero Inf.L =16.55L= 0.251/212.71117.05 17.05 17.39 17.39

EstribosL= 1.161/46.35190.251.16 104.69 26.17 26.17

Viga VS ( EJE C - D, ENTRE 1 - 7 ) L= 0.25Acero Sup.L =19.25L= 0.251/212.72119.75 39.50 40.29 40.29 L= 0.25Acero Sup.L =19.25L= 0.251/212.72119.75 39.50 40.29 40.29 L= 0.25Acero Sup.L =19.25L= 0.251/212.72119.75 39.50 40.29 40.29 L= 0.25Acero Inf.L =19.25L= 0.251/212.72119.75 39.50 40.29 40.29

EstribosL= 1.161/46.3521041.16 241.28 60.32 60.32 Viga VS ( EJE 3 - 3, ENTRE A - B ) L= 0.25Acero Sup.L =3.80L= 0.251/212.7114.30 4.30 4.39 4.39 L= 0.25Acero Sup.L =3.80L= 0.251/212.7114.30 4.30 4.39 4.39 L= 0.25Acero Sup.L =3.80L= 0.251/212.7114.30 4.30 4.39 4.39 L= 0.25Acero Inf.L =3.80L= 0.251/212.7114.30 4.30 4.39 4.39 EstribosL= 1.161/46.352271.16 62.64 15.66 15.66

Viga VS ( EJE 4 - 5 - 7, ENTRE A - D L= 0.25Acero Sup.L =10.10L= 0.251/212.73110.60 31.80 32.44 32.44 L= 0.25Acero Sup.L =10.10L= 0.251/212.73110.60 31.80 32.44 32.44 L= 0.25Acero Sup.L =10.10L= 0.251/212.73110.60 31.80 32.44 32.44 L= 0.25Acero Inf.L =10.10L= 0.251/212.73110.60 31.80 32.44 32.44

EstribosL= 1.161/46.353581.16 201.84 50.46 50.46 Viga VA ( EJE 2" - 2, ENTRE C - D L= 0.15Acero Sup.L =2.70L= 0.151/212.7213.00 6.00 6.12 6.12 L= 0.15Acero Sup.L =2.70L= 0.151/212.7213.00 6.00 6.12 6.12 L= 0.15Acero Sup.L =2.70L= 0.151/212.7213.00 6.00 6.12 6.12 L= 0.15Acero Inf.L =2.70L= 0.151/212.7213.00 6.00 6.12 6.12 L= 0.15Acero Inf.L =2.70L= 0.151/212.7213.00 6.00 6.12 6.12

EstribosL= 0.681/46.352210.68 28.56 7.14 7.14

Viga VA ( EJE 3 - 3, ENTRE B - D L= 0.15Acero Sup.L =6.35L= 0.151/212.7116.65 6.65 6.78 6.78 L= 0.15Acero Sup.L =6.35L= 0.151/212.7116.65 6.65 6.78 6.78 L= 0.15Acero Sup.L =6.35L= 0.151/212.7116.65 6.65 6.78 6.78 L= 0.15Acero Inf.L =6.35L= 0.151/212.7116.65 6.65 6.78 6.78 L= 0.15Acero Inf.L =6.35L= 0.151/212.7116.65 6.65 6.78 6.78

EstribosL= 0.681/46.351390.68 26.52 6.63 6.63

Viga VA (EJE 6 - 6 , ENTRE A - D L= 0.15Acero Sup.L =10.10L= 0.151/212.71110.40 10.40 10.61 10.61 L= 0.15Acero Sup.L =10.10L= 0.151/212.71110.40 10.40 10.61 10.61 L= 0.15Acero Inf.L =10.10L= 0.151/212.71110.40 10.40 10.61 10.61 L= 0.15Acero Inf.L =10.10L= 0.151/212.71110.40 10.40 10.61 10.61

EstribosL= 0.681/46.351580.68 39.44 9.86 9.86

Viga 101 (EJE 7 - 7 volado, ENTRE A - D L= 0.25Acero Sup.L =10.10L= 0.251/212.71110.60 10.60 10.81 10.81 L= 0.25Acero Sup.L =10.10L= 0.251/212.71110.60 10.60 10.81 10.81 L= 0.25Acero Inf.L =10.10L= 0.251/212.71110.60 10.60 10.81 10.81 L= 0.25Acero Inf.L =10.10L= 0.251/212.71110.60 10.60 10.81 10.81

EstribosL= 0.881/46.351580.88 51.04 12.76 12.76

Viga 101 (EJE 1" - 1" , ENTRE EJE C - D L= 0.25Acero Sup.L =2.70L= 0.251/212.7113.20 3.20 3.26 3.26 L= 0.25Acero Sup.L =2.70L= 0.251/212.7113.20 3.20 3.26 3.26 L= 0.25Acero Inf.L =2.70L= 0.251/212.7113.20 3.20 3.26 3.26 L= 0.25Acero Inf.L =2.70L= 0.251/212.7113.20 3.20 3.26 3.26

EstribosL= 0.881/46.351210.88 18.48 4.62 4.62

Viga 101 (EJE 2" - 2 , ENTRE EJE B -C volado L= 0.25Acero Sup.L =4.90L= 0.251/212.711